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ยฉ IDEA StatiCa 2009-2026

Trusted and used worldwide by engineers, fabricators & consultants.

Support CenterKnowledge Base ArticlesSlip resistance check update according to SP 16
Advanced analysis types for your steel structures
Bolts are too close to plate edge
Traffic lights for forces in bolts
Prying and high tension force in bolts
Bolt force distribution in end-plate beam-to-column connection
Bolt shear force calculated per shear plane
Through-bolts in hollow sections: design them as pins, not bolts
Bolt bearing distances for Eurocode
Warnings for welds and bolts connecting the same plates
Slip resistance check update according to SP 16
Detailing improvements for bolts and welds in Eurocode
Angle to the grain of the steel-to-timber connections
Filler plate (packing plate) recognition
Smooth results with precise meshing
Code-check of bolts and preloaded bolts (EN)
Code-check of bolts and preloaded bolts (AISC)
Code-check of bolts and preloaded bolts according to Canadian standards
Code-check of bolts and preloaded bolts according to Australian standards
Code-check of bolts and preloaded bolts according to Chinese standard
Code-check of bolts according to Hong Kong Code
Code-check of bolts and preloaded bolts according to Hong Kong Code
Code-check of bolts according to Indian standard
Code-check of preloaded bolts according to Indian standards
Code-check of bolts and preloaded bolts according to Russian standards
Slip resistance check update according to SP 16
SteelConnection designKnowledge baseConnectionBolts

Slip resistance check update according to SP 16

This article is also available in
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The last revision of the Russian code affected the friction-type bolts check in IDEA StatiCa Connection.

The formula for the design tensile strength of a high-strength bolt Rbh = 0.7 ยท Rbun is replaced by design tensile strength Rbt according to SP 16, Table 5.

The updated formula can look like this:

Updated in Expert and Enhanced edition of IDEA StatiCa Steel.